20201098 Ver 1_PJD-Fayeteville Cedar Creek 2019_20200825

Southeastern Soil & Environmental Associates, IncE
P.CI_ Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Ema111 rrt ke®southeaslemsoil,com
AGENT AUTHORIZATION FORM
US Army Corps of Frngineers
Wilmington regulatory Field Office
69 Darlington Avenue
Wilmington NC 28403
To whorn it may concern:
NC Division of Water Quality
Central Office
Mail Service Center 1650
RaleigJ4 NC 27699
By signing below, the Curren€property oWner gives representatives of Southeastern Soil &: Environmentai
Associates, Incorporated permission to act as their authorized agent for jurisdictional and isolated waters
and riparian buffer determinations, delineation and permitting for the subject project. This authorization
includes permission to enter the site to conduct site meetings with US Army Corps of Engineers and NC
Division of Water Quality personnel, as necessary.
Project Name:
SSEA Project 9-
CuTmnt property Owner or Easement Holder
Name: Fayetteville Cedar Creek 2919, LLC
(include contact person if a corporatiorm Partnership or ga»ePnment}
Mailing Address: 199 Still Wild Lane
Elgin, SC 29045
Telephone:
Fax:
Collins Hartzog
Signature Print Name
August 11th, 2924
Date
SDILIStTE EVALUATION • SOIL PHYSICAL ANALYSIS a LAND USE/SUBDIVISION PLANNING • WETLANDS
GROUNDWATFR DRAINAGE/MOUNDING • SURFAC&SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION 8 DESIGN

ItlrkdirtinnA Determination Request
US Army Corps
of ]Engineers
VVIVn[Van OiSIVO
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic -nail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
hit ,//www.saw.usace_arm y.millMissi❑nslRe lata PertrtitPrr�oraml�antaetlCauntaLacatar.as
by calling 910-251-4633, or by contacting any -of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASH EV FLLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive. Suite 105
Wake forest, North Carolina 27587
General Number: (919) 554-4K84
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington. North Carol ina 27889
General Number: (910 ) 251-461
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE.
US Army Corps of Fngnneers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910 251-463 y
FaxNuinher_ [phone]
All requesters must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD onbehalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property Owner(s) or the owns)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT _ UliSTS: Property owner authorizatianlnotif cation far
JD requests associated with North Carolina Department in Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols -
NO 'E TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. if you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Page 1
version: May 2017

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 1855 Cedar Creek Rd
City, State: Fayetteville, NC
County: Cumberland
Parcel Index Nwrtber(s) (PIN): 0455181931000;0455181931000
B. REQUESTOR INFORMATION
Name: Mike Eaker
Mailing Address:
Telephone Number:
Electronic Mail Address:
PO Box 9321 Fayetteville, NC 28311
910-822-4540
mike a@southeasternsoiI-corn
Select one:
I am the current property owner.
ZI am an Authorized Agent or Environmental Consultant'
11 Interested Buyer or Under Contract to Purchase
other, please explain.
C. PROPERTY OWNER INFORMATION?
Name: Collins HaqzogffaYetteville Cedar Crk
Mailing Address: 109 Still Wild Lane
Elgin, SC 29045
Telephone Number:
Electronic Mail Address:
' Must provide completed Agent Authorization FormlLetter_
' Documentation of ownership also needs to be provided with request (copy of Deed. County GISJParcellTax Record).
Page 2
Version: May 2017 4

jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION3.4
By signing below, 1 authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
uridersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Mike D. Eaker
Print Name
Capacity: ❑ Owner 7] Authorized Agents
08/ 12/2020
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a projector perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
❑ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process_
I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the J-D is to be used in the permitting process_
❑ 1 intend to construct/develop a project or perform activities in a navigable water of the
U.S - which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide_
HA Corps JD is required in order obtain my locallstate authorization -
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel_
❑ I believe that the site may be comprised entirely of dry land_
❑ Other:
s For NCDOT requests following the current NCDOTIUSACE protocols, skip to Part E.
a if there are multiple parcels owned hY different parties, please provide the foiiowsng for each additional parcel on a
continuation sheet.
s Must provide agent authorization fo.an/letter signed by owners).
1?aye 3
Version_ May 2017

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
® I am requesting that the Corps provide a prelimip�jTy JD for the property identified herein..
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be `waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions_ For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs d❑
not expire.
11 1 porn requesting that the Corps provide an Aprroved JD for the property identified herein.
An Approved Jurisdictional Determu7ation (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site_ An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Ilarbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDS are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R- 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
I am unclear as to which JD I would like to request and require additional information
to inform my decision_
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
Size of Property or Review Area 3A2 acres.
® r he property boundary (or review area boundary) is clearly physically marked on the site.
Page 4
Version: May 2017

jurisdictional Determination Request
it. REQUESTS FROM CONSULTANTS
® Project Coordinates (Decimal Degrees): Latitude: 35.0 1 0585
Longitude:-78.829244
A legible delineation map depicting the aquatic resources and the property/review area.
®
Delineation maps must be no larger Than 1 lx] 7 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
• Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination. Data Form or tributary
assessment reach
For Approved Jurisdictional Determinations:
■ jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
• Jurisdictional non -wetland features (Le- tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
Isolated waters, waters that tack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminn Jurisdictional Determinations. -
Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States,. wetland, stream, open water, etc. Please include the acreage and
linear length of -these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "survey standards Cuf Ju,iadict_o-1 i]oto-ninatians" to ensure that the
suPpried map meets the neccssary mapping standard s. h ://www.saiv.asace.arrs .millNtissi nslRe ufator._Perm+t-
Pro isdictio-n
Pale 5
version: May 201 V

Jurisdictional Determination Request
Completed appropriate Jurisdictional Determination form
■ piDs, please complete a Prelimit] Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDs, please complete an A raved Jurisdictional Determination Forms
A Vicinity Map
zAerial Photograph
W1 USGS Topographic Map
IZI Soil Survey Map
other Maps, as appropriate (e.g_ National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps. LIDAR maps, FEMA floodplain maps)
Landscape Photos (if takers)
NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
Other Assessment Forms
ivww.sour.usace.ailnv_mil'Portals1591dc�cs!ee ilatorvlre�dt�cslJDIRGL 0S-02 Ap A f -feltin ]D form tillable. df
Please sce htta:.'I.rnvi.saw.usace arena.rnii!Micc;c�n�IReg latarv-Pertrilt-l]roer3ri111iTCi5d3Ctial11
Principal Purpose: The information thatyou provide will beused in evaluating your request to determine
whether there are any aquatic resources within the project area subjecttofed era] jurisdiction under the regulatory
authorities referenced above_
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of apubtic notice as required by federal
law. Your name and property location where federal jurisdiction is to be determinedwili be included in the
appro v ed i uri sdiction a[ determination (AJD),whichwill b e made avail abl e to th e pu b I i c on theDistrict'swebs. ite
and on the Headquarters USAGE website.
❑isclosure: Subission of requested information is voluntary; however, iCisrfarrrsatian is not provided, the
m
request for an AID cannot be evaluated nor can an AJD be issued.
Page 6
version: May 2017 y

BK 10653 PG 0287
FILED ELECTRONICALLY
CUMBERLAND COUNTY NC
J. LEE WARREN, JR.
Excise Tax:
Tax Lot #:
Verified by:
FILED Dec 17, 2019
AT 12:41:36 PM
BOOK 10653
START PAGE 0287
END PAGE 0289
INSTRUMENT # 40647
RECORDING $26.00
EXCISE TAX $700.00
NORTH CAROLINA GENERAL WARRANTY DEED
$ 700.00
Mail after recording to:
No Title Examination By Preparer
Parcel Identifier #: 0455-18-2808.
County on the day of
Instrument was prepared by: Steven J. O'Connor, Attorney at Law.
Description for the Index: Lot 2, PB 132-36
Property described herein is not the principal residence of the Grantor.
This Deed is made on this the day of December, 2019.
2019.
GRANTOR
GRANTEE
William A. Maxwell, Sr. a/k/a W.A. Maxwell,
Sr. (2/3 undivided interest) and Norie Funauki
Fayetteville Cedar Creek 2019, LLC
Campbell and William A. Maxwell, Sr. a/k/a
109 Still Wild Lane
W.A. Maxwell, Sr., as Joint Tenants with
Elgin, SC 29045-8230
Right of Survivorship (1/3 undivided interest)
P.O. Box 53903
Fayetteville, NC 28305
The designation Grantor and Grantee used herein includes said parties, their heirs, successors,
and assigns, and includes the singular, plural, masculine, feminine or neuter.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
Submitted electronically by Weatherspoon & Voltz LLP in compliance with North Carolina statutes governing recordable
documents and the terms of the submitter agreement with the Cumberland County Register of Deeds.

BK 10653 PG 0288
the Grantee in fee simple, all of Grantor's interest in that certain lot or parcel of land situated in
Cumberland County, North Carolina and more particularly described as:
See Exhibit "A" attached hereto and incorporated herein by reference.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple, has the right to convey the same in fee simple, that title is marketable and free and clear of
all encumbrances, and that Grantor will warrant and defend the title against the lawful claims of
all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to 2019 ad valorem taxes; and such
liens, encumbrances, restrictive covenants and easements as may appear of record.
Norie Funauki Campbell is also signing to waive any marital interest in Mr. Maxwell's 2/3
interest that he holds individually.
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals on this day and year
as first written above.
William A. Maxwell, Sr. a/k/a W.A. Waxwe—KISr.
x [SEAL]
Norie Funauki ampbell
NORTH CAROLINA
CUMBERLAND COUNTY
1, .% 1 - 0`6o ^ -1 o r , a Notary Public of the County and State aforesaid,
certify that William A. Maxwell, Sr. a/k/a W.A. Maxwell, Sr. and Norie Funauki Campbell
personally appeared before me this day and acknowledged the due execution of the foregoing
instrument in the capacity indicated. Witness my hand and official stamp or seal, this l3 day
of December, 201 0A/
Notary Public (Affix Seal Here)
My Commission Expires: 'Z -IL-te— 2020
STEVEN J O'CONNOR
NOTARY PUBLIC
CUMBERLAND COUNTY
North Carolina
My Commission Expires Feb. 2-24-2020

BK 10653 PG 0289
EXHIBIT "A"
1855 Cedar Creek Road, Fayetteville, NC
Cumberland County Tax PIN 0455-18-2808
Back Deed References: 10579-296, 10511-855, 10499-44, 9108-851 and 4513-367
BEING all of that certain parcel of property described as Lot 2, Subdivision of
Riddle/Maxwell Property Cedar Creek Road, and containing 3.04 acres (132,422 square feet), as
is shown on that certain Plat Map recorded at Plat Book 132, Page 36, Cumberland County,
North Carolina, Registry.

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 08/1312020
g. NAME AND ADDRESS OF PERSON REQUESTING PJD: Mike Eaker PO Box 9321 Fayetteville, NC 28311
G. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: CUMberiand City: FayetteViie
Center coordinates of site (iatliong in degree decimal format):
Lat.: 35.010652 Long.:-78.829199
Universal Transverse Mercator: E: 35-010652 N.35.010652 17S
Name of nearest waterbody: Locks Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination, Dates):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION_
Site
Latitude
Longitude
Estimated amount
Type of aquatic
Geographic authority
number
(decimat
(decimal
of aquatic resource
resource (i.e., wetland
to which the aquatic
degrees)
degrees)
in review area
vs. non -wetland
resource "may be"
(acreage and linear
waters)
subject (i.e., Section
feet, if applicable)
404 or Section 101404)
W 1
35.010985
-78.828994
1.002
Wetland
404

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
❑� Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map. -Triangle Site Design, PLLC 2019
■� Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey maps). Cite scale & quad name:
07 Natural Resources Conservation Service Soil Survey. Citation: Retrieved From: GUMbedalld County GIS 2019
0 National wetlands inventory maps). Cite name: NWI Mapper
❑ State/local wetland inventory maps):
FEMAIFI RM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
❑t• Photographs: ❑[• Aerial (Name & Date): Cumberland County GIS 2017 _
or ■❑ Other (Name & Date):
Cumberland County GIS 2001
❑ Previous determinations). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this farm has not necessarily
been verified by the Corps and should not be relied upon for later 'urisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
A �__Z_
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
Districts may establish ftmeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

Vicinity Map
8/12/2020, 7.02.42 PM 1-19,602
Parcels 0 0.225 0.45 0.9 mi
N
Street —Centerlines 0 0.35 0.7 1.4 km
HydroPolygons
HydroPolygons
* Site Location
CCGIS \ ESRI Charlotte
CCGIS
CCGIS
CCGIS \ ES RI Charlotte I CCGIS I CC Planning & City of Fay Planning I CCGIS - TAX MAPPING I CCGIS\CCPlanning

VICINITY MAP
(NO SCALE)
I, W. LARRY KING, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURYET MADE UNDER MY SUPERVISION (DESCRIBED
IN PLAT / eEM BOOK 138 PAGE
THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED AS DRAWN FROM INFORMATION
FOUND IN PLAT / DEED BOOK SHOWN PAGE
AS • THAT THE RATIO OF PRECISIONAS
CALCULATED IS 1:10,000; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS
AMENDED. WITNESS, MY ORIGINAL SIGNATURE,
LICENSE NUL®ER AND BEAL. THIS DAY OF
In —19.
PROFESSIONAL LAND SURVEYOR PRELIMINARY PLAT
(W LARRY SING P.LS) Not for Construction. Recordation
LICENSE NUMBER L-1339 Conwyanoe or Sale
OC. THAT THE SURVEY IS OF AN EffiSTING PARCEL
OR PARCELS OF LAND;
SANITARY SEWER
EASEMENT (20
FEET IN WIDTH)
FIRST AMERICAN TITLE INSURANCE COMPANY DEED BOOK
COMMITMENT NO. MET2O19-00728 33OZ PAGE 538
SCHEDULE B, PART II
EXCEPTIONS
1. THIS EXCEPTION DOES NOT PERTAIN TO THE SURVEY.
2. THIS EXCEPTION DOES NOT PERTAIN TO THE SURVEY.
& THIS EXCEPTION DOES NOT PERTAIN TO THE SURVEY.
4. EASEMENTS, SETBACK LINES AND ANY OTHER MATTERS SHOWN ON
PLAT RECORDED IN PLAT BOOK 13Z PAGE 36, CUMBERLAND II
COUNTY REGISTRY.
SHOWN HEREON ---
5. ELECTRICAL EASEMENT GRANTED TO THE CITY OF FAYETTEVILLE
RECORDED IN BOOK 271% PAGE 451, CUMBERLAND COUNTY
REGISTRY.
SHOWN HEREON
5. WATER AND SEWER EASEMENT TO THE CITY OF FAYETTEVILE
RECORDED IN BOOK 2939, PAGE 551. CUMBERLAND COUNTY
REGISTRY, AND AS SHOWN IN PLAT BOOK 132. PAGE 35 OF SAID
CUMBERLAND COUNTY REGISTRY.
SHOWN HEREON
7. EASEMENT DEED TO NC DOT BOOK 10279, PAGE 837 - DOES NOT
AFFECT THIS SUBJECT PROPERTY.
6. NONE WITNESSED OR OBSERVED.
NOTE - NO ZONING REPORT OR LETTER WAS
FURNISHED BY THE CLIENT.
LEGEND
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ELEC—
BRIAN PERRY
G455-19-5394
DB 8012, PG 03
LID LOCKED
ACCESSIBLE)
BROKEN
AXLE
MONROE & JACOBS
0455-09-4255
DB 2952, PG 233
A,
SANITARY SEWER
EASEMENT (30
FEET IN WIDTH)
DEED BOOK
33OZ PAGE 536
ELECTRICAL
I UNDERGRO
ELECTRICAL Top BB,B7'
BOX INV 80.46'
— 7 OVERHEAD WIRES &
UNDERGROUND FOC
OT
TOTAL AREA
8.06 ACRES
264,154 SO FT
20 FT. ELECTRICAL, SANITARY SEWER
AND WATER LINE EASEMENT
COB/-
2710. PG 451
DB 2939, PG 581
5/8" EIR
BANK OF
CREEK
W 11A m
.'Ov"Opim
STpSMpH
INV. ;gj90
® LAT. 488.65
c
SPK
r
(CONTROL)
SIG HOPITALITY 1
0455-18-3882
DB 4513, PG 367
y PB 93' PG 24
u
3.04 ACSSRQQES�� 87
BACK OF CURB
xt
wt
ew 13/
v�
TOP 87.58' PED ue
INV 82.68'INV
TOP
CEDAR CREEK ROAD (NC 53,
". PUBLIC RIGHT OF WAY
SET DH TOP B&84'
IN BOC INV 84.36'
0)
PRELIMINARY PLAT
Not for Construction, Recordation
Conveyance or Sale

STRUCTURE PIPE STRUCTURE NOTES - -
SSMH . - lVil \
FROM
TO
LENGTH
(ft)
SLOPE
(%)
SIZE
& MATERIAL
FROM
(ft)
TO
(ft)
GRND/RIM ELEV
(ft)
CB 7
CB 6
90
0.44
15" HDPE
84.9
84.5
87.0
WATER -TIGHT JOINTS
CB 6
CB 5
100
0.45
15" HDPE
84.5
84.05
86.8
WATER -TIGHT JOINTS
CB 5
CB 2
107
0.47
18" HDPE
84.05
83.55
86.8
WATER -TIGHT JOINTS
CB 4
CB 3
17
1 0.59
15" HDPE
84.8
84.7
87.1
WATER -TIGHT JOINTS
CB#3
CB#2
158
0.51
15" HDPE
84.6
83.8
87.3
CONNECT ROOF DRAINS TO PIPE
WATER -TIGHT JOINTS
CB 2
CB 1
40
0.50
18" HDPE
83.5
83.3
86.2
WATER -TIGHT JOINTS
GRASS CHANNEL
CB 1
36
0.56
15" HDPE
83.3
83.1
-
WATER -TIGHT JOINTS, 2' SUMP FOR CB 1
CB 1
BAYFILTER
8
0.63
24" HDPE
83.1
1 83.05
85.7
WATER -TIGHT JOINTS
BAYFILTER
FES 1
9
0.56
24" HDPE
82.55
82.5
89.75
WATER -TIGHT JOINTS
20 UTILITY EASEMENT R/M=82.16 \
PB 93, PG 24 1N14.1N/OUT=77.93 I \
.tea
1215,1
* * * * * * * * * * * * * * * * * * *
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * \* * W I 15" FES
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MET SITE AREA=129,4495E (2.97AC)
88.7(G
) 87
20 FT. ELECTRICAL,
SANITARY SEWER AN!'
CONNECT ROOF DRAINS -
WATER LINE EASEMENiTO HDPE
HEADER PIPE (TYP)
DB 2710, PG 45,
DB 2939, PG 581
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1875 CEDAR CREEK RD
0455-18-3882
DO 4513, PG 367
PB 93, PG 24
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90' PUBLIC RIG BENCHMARK S/R IN
HT OF WAY GRASS MEDIAN
EL=89.97'
110
--- _ _
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DRAINAGE NOTES
1. A MINIMUM GRADE OF 0.50 %SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTHERWISE NOTED.
2. PIPE LENGTHS AND SLOPES INDICATED ON THE PLANS ARE APPROXIMATE ONLY.
3. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN
ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED
SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
D. MATERIAL USED FOR BACK -FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE
EROSION AND PROMOTE STABILIZATION.
E. RESTABALIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT
CONTROL REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
4. CATCH BASINS, MANHOLES, FRAMES, GRATES, ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION
OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. REFERENCE THE
FOLLOWING STANDARD DETAILS:
840.02 -CONCRETE CATCH BASIN 840.03 -FRAME, GRATES, AND HOOD FOR CATCH BASINS
840.14 -CONCRETE DROP INLET 840.04 -CONCRETE OPEN THROAT CATCH BASIN
840.14 -CONCRETE DROP INLET 840.16 -DROP INLET FRAME AND GRATES
840.31 -CONCRETE JUNCTION BOX 840.36 -TRAFFIC BEARING GRATED DROP INLET
840.52 -PRECAST MANHOLE 840.45 -PRECAST DRAINAGE STRUCTURE
838.80 -PRECAST CONCRETE ENDWALL
5. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER
ACCURATE METHOD.
6. STORM PIPE SHALL BE AS FOLLOW UNLESS OTHERWISE NOTED:
TYPE 1: RCP, CLASS III PER ASTM C-76, WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
TYPE 2: HIGH DENSITY POLYETHYLENE PIPE (HDPE) - AASHTO DESIGNATION M252 TYPE S, M294 TYPE S
AND MP7-97 TYPE S, SMOOTH INTERIOR/ANNULAR EXTERIOR. ONLY PERMITTED WHEN SPECIFICALLY
INDICATED ON THE CONSTRUCTION DRAWINGS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH PIPE
MANUFACTURER'S INSTALLATION GUIDELINES. PIPE JOINTS AND FITTINGS SHALL BE WATERTIGHT.
7. ALL STORM DRAINAGE WITHIN THE PUBLIC ROADS SHALL BE CLASS III REINFORCED CONCRETE PIPE UNLESS
OTHERWISE NOTED.
8. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE
CLEANED OUT TO REMOVE SILT AND DEBRIS.
9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO
RETURN IT TO EXISTING CONDITIONS OR BETTER.
10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
WATERTIGHT.
11. PRECAST STRUCTURES MAYBE USED AT CONTRACTORS OPTION.
12. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE
TRAFFIC BEARING RING &COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE.
LIDS SHALL BE LABELED "STORM SEWER".
13. STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS NECESSARY.
14. RIM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW LINE.
LE G NED
TS.......... TOP OF SIDEWALK
TIC .......... TOP OF CURB
GT.......... GUTTER FLOW LINE
TP.......... TOP OF PAVEMENT
TW..........
TOP OF WALL
BW..........
BOTTOM OF WALL
CB ..........
CATCH BASIN
GI ............ GRATE INLET
FES..........
FLARED END SECTION
YI............ YARD INLET
GR.......... GROUND
..........FLOW DIRECTION ARROW
GRADING NOTES
1. REFER TO THE SITE PLAN FOR RELATED NOTES.
2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE
GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN
ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION
PRIOR TO PROCEEDING.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND
SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
6. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING
GRADE.
7. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL
SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS.
B. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED
ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS
CONTRACT.
9. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY
FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET
OVERLAND.
10. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS
SUBJECT TO A FINE.
11. GRADING WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE.
12. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION
SEQUENCE REQUIRES IT.
13. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF COMPLETION OF
GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 30 DAYS.
14. EXISTING GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM FIELD RUN SURVEY.
15. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO
CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS.
16. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING,
SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL,
STATE, AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON
THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO
INSTALL SAID ITEMS.
17. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION,
AND DIMENSIONS OF EXIT DOORS, RAMPS, BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
ENTRANCE LOCATIONS.
18. ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES,
TOPSOIL, AND ANY OTHER DELETERIOUS MATERIALS SHALL BE COMPLETELY REMOVED FROM WITHIN
THE BEARING ZONE BELOW THE STRUCTURE.
19. ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE
TO DETERMINE WHETHER UNSUITABLE MATERIAL MUST BE REMOVED. ALL UNDESIREABLE MATERIAL
SHALL BE REMOVED, BACKFILLED AND COMPACTED AS REQUIRED BY THE GEOTECHNICAL
REPRESENTATIVE.
20. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED OR DEPICTED.
21. THE CONTRACTOR SHALL ADHERE TO ALL TERMS &CONDITIONS AS OUTLINED IN THE GENERAL
N.P.D.E.S PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
22. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
SMOOTH FIT AND CONTINUOUS GRADE.
23. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND
PAVED AREAS.
24. ALL UNSURFACED AREAS DISTRURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF
TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.
25. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO
SAME.
LONG. SS CHANNEL LINING
DITCH SLOPE(%) H B W
GRASS CHANNEL i1 0.50% 1.0' 0.0' 4.0' 2.•1 STRAW WITH NET
NAG DS75
GRASS CHANNEL DATA BLOCK
EXTEND LINING TO W
TOP OF DITCH EXTEND LINING TO
TOP OF DITCH
6" MIN. FREEBOARD
SS H CHANNEL LINING c,S
B I
2 GRASS CHANNEL
N.T.S.
IMPERVIOUS
AREA SUMMARY
SITE AREA = 78,030 SF (1.79 AC)
BUILDINGS
2,496 SF
0.06 ACRE(S)
3.20 %
PAVEMENT
28,924 SF
0.66 ACRE(S)
37.07 %
SIDEWALK
2,332 SF
0.05 ACRE(S)
2.99 %
TOTAL IMPERVIOUS AREA (ON -SITE)
33,752 SF
0.77 ACRE(S)
43.26 %
GREEN/OPEN SPACE
44,278 SF
1.02 ACRE(S)
56.74 %
INCREASE IN ON -SITE IMPERVIOUS AREA
33,752 SF
PROPOSED OFF -SITE SHARED ROAD
3,295 SF
0.08 ACRE(S)
1 INCH = 30 FEET
Downspout
,Transition Boot
.Wire screen for rodents
Grade
45' Bend
_--8" on 1.00% Min. Slope
for size of storm sewer
NOTE:
DOWNSPOUT DETAIL ALL DOWNSPOUT COLLECTOR
PIPE SHALL BE SCHEDULE
N.T.S. 40 PVC OR HDPE
EROSION CONTROL NOTES:
AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE REQUIRED
BY NCDEQ PRIOR TO START OF CONSTRUCTION.
SURVEY NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A
LAND SURVEY PREPARED BY: LARRY KING & ASSOCIATES, RLS, PA
STREAM/WETLAND NOTE:
THERE IS AN EXISTING JURISDICTIONAL WETLAND FEATURE ON THE
PROPERTY. THERE ARE NO PROPOSED IMPACTS TO THE EXISTING WETLAND
FEATURE AS PART OF THE DEVELOPMENT OF THE PROPERTY.
FLOOD ZONE NOTE:
THIS SITE IS LOCATED IN FLOOD ZONE SHADED X AS SHOWN ON F.I.R.M.
MAP 3720044400J, EFFECTIVE DATE: JANUARY 5, 2007. FLOOD ZONES ARE
SUBJECT TO CHANGE BY FEMA.
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CONSULTANT:
TRIANGLE SITE DESIGN, PLLC
4004 BARRETT DR, STE 101
RALEIGH, NC 27609
[phone]
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
OWNER DEVELOPER:
Fayetteville Cedar Creek 2019, LLC
Hartzog Holdings, LLC
Attn. Collins Hartzog
109 Still Wild Lane
Elgin, SC 29045
803-361-6718
[e-mail]
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This document, together with
the concepts and designs
presented herein, as an
instrument of services, is
intended only for the specific
purpose and client for which
it was prepared. Reuse of
and improper reliance on this
document without written
authorization and adaptation
by Triangle Site Design, PLLC
shall be without liability to
Triangle Site Design, PLLC.
N
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Drawn
Checked
Approved
Project No. 009017
Date: January 20, 2020
Title
GRADING &
DRAINAGE
PLAN
Sheet No.
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Blue: Band 3
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8/10/2020, 9.33.12 AM 1.1,500
Parcels Area of Interest N 0 0.015 0.03 0.06mi
NCDOT- Lidar 2' Contours 0 0.0275 0.055 0.11 km
Buildings
Street Centerlines
HydroLines
HydroPolygons
HydroPolygons
Contours
Subdivisions-MHPS
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Soil Map (Cumberland County GIS 2019)
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8/10/2020, 9.34.44 AM
Parcels
Buildings
Street Centerlines
Contours
Soils
❑
Roanoke
❑
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❑
Area of INterest
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N 0 0.0275 0.055 0.11 km
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0 250 500 1,000 1,500 2,000
■
Legend
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A. V. A99
SPECIAL FLOOD
With BFE or Depth zone AE, AD, AH, VE, AR
HAZARD AREAS
Regulatory Floodway
OTHER AREAS OF
FLOOD HAZARD
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile zone x
Future Conditions 1% Annual
Chance Flood Hazard zone x
Area with Reduced Flood Risk due to
Levee. See Notes. zone x
Area with Flood Risk due to Levee zone D
NO SCREEN Area of Minimal Flood Hazard zonex
Q Effective LOMRs
OTHER AREAS
Area of Undetermined Flood Hazard zone D
GENERAL
- — - - Channel, Culvert, or Storm Sewer
STRUCTURES
IIIIIII Levee, Dike, or Floodwall
e zo.z Cross Sections with 1% Annual Chance
117•s Water Surface Elevation
— — — Coastal Transect
s> •- Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
— --- Coastal Transect Baseline
OTHER
_ Profile Baseline
FEATURES
Hydrographic Feature
Digital Data Available
No Digital Data Available
MAP PANELS
Unmapped
6
The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 8/10/2020 at 9:38 AM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.

r
1:2,534
0 0.02
0.04
0 0.0325
0.065
1855 Cedar Creek Road, Fayetteville, NC
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0.08 mi
�� - • Source: Esri, Maxar, GeoEye, Earthstar Geo s, CNES/AiA-
0.13 km r USDA, USGS, AeroGRID, IGN, and the GIS ommunity* i
August 10, 2020
Wetlands Freshwater Emergent Wetland ❑ Lake
❑ Estuarine and Marine Deepwater ❑ Freshwater Forested/Shrub Wetland ❑ Other
❑ Estuarine and Marine Wetland ❑ Freshwater Pond ❑ Riverine
W
This map is for general reference only. The US Fish and Wildlife
Service is not responsible for the accuracy or currentness of the
base data shown on this map. All wetlands related data should
be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
National Wetlands Inventory (NWI)
This page was produced by the NWI mapper

Blake Raynor
SOUTHEASTERN SOIL AND ENVIRONMENTAL 08/06/2020

Figure 1 Below Al

Figure 2 Between Wetland Points 16 and 17

Figure 3 Below Al

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Figure 5 Soil Profile Wetland

WETLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal Plain Region
Project/Site: 1855 Cedar Creek Rd CitylCounty: Fayettey[IlelCumberland Sampling Date: 0810612020
Applicant(owner: FAYETTEVILLE CEDAR CREEK 2019, LLC State: NC Sampling Paint: 1 of 2
Investigator(s): B.C. Raynor _ Section, Township, Range:
Landform (hillslope, terrace, etc.): Hilislops Local relief (concave, convex, none): Linear Slope (%)- 2-5
Subregion (LRR or MLRA): LRRP Lat: 35.010854 Long:-78.828775 Datum-
Soil Map Unit Name: Roanoke NWI classification: NIA
Are dhratlC ! hydrologic conditions on the site typical for Ns time of year) Yes L/ No (If no, exptain in Remarks_)
Are Vegetation ✓ , Sail -or Hydrology significantly disturbed? Are "Normal Circumstances' present? Yes ✓ N❑
Are Vegetation Sail , or Hydrology naturally problematic? (if needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes be No
Hydric Soil Present? Yes No ✓
Wetland Hydrology Present? Yes No *�
Remarks:
Vegetation is removed. Assumed to he hydrophytic
Above A17
HYDROLOGY
Is the sampled Area
within a Wetland? Yes No
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Prima ry Indicators minimum of one is r yred• cheek all that apply)
_ Surface Soil Cracks (BB)
Surface Water (Al) _
Aquatic Fauna (1313)
, Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) _
Mari Deposits (B15) (LRR U)
_ Drainage Patterns (B10)
_ Saturation (A3)
Hydrogen Sulfide Odor (C1)
— Moss Trim Lines (B16)
Water Marks (131)
Oxidized Rh¢ospheres along Living Roots (C3)
Dry -Season Water Table (C2)
_ Sediment Deposits (B2)
Presence of Reduced Iron (C4)
Crayfish Burrows (C8)
Drift Deposits (B3)
Recent iron Reduction in Tilled Soils (CB)
_ Saturation Visible on Aerial Imagery (C9)
_ Aigaf Mat or Crust (B4)
Thin Muck Surface (C7)
Geomorphic Position (D2)
Iran Deposits (135) _
Other (Explain in Remarks)
Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (137)
FAC-Neutral Test (D5)
Water -Stained Leaves (139)
Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches):
Water Table Present? Yes No
✓ Depth (inches):
Saturation Present? Yes No
✓ Depth (inches):
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Aflanti❑ and Gulf Caastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: 1 of 2
Tree Stratum (Piet size.-
1 -
2.
3. --
4.
5.
6,
7.
8.
50% of total cover_
Sapling/Shrub Stratum (Plat size: )i
1.
2.
3.
4.
5.
6-
7.
8.
50% of total cover: 0
Herb Stratum (Plot size
1.
2.
3.
4.
5.
6.
7.
8.
9.
1 B.
11.
12.
50% of total cover:
Woody Vine Stratum (Plot oac: }
1.
2.
3,
4.
5.
Absolute Dominant Indicator
Dominance Test worksheet:
9/6 Cover S➢ecie8? Status
Number of Dominanf Species
That Are CBL, FACW, or FAG- 0 (A)
Total Number of Dominant
Species Across All Strata: 0 (B)
Percent of Dominant Species
That Are ORL, FACW, or FAC_ 0% (AIR)
Prevalence Index worksheet:
Total % Cover of_ Multiply by.
DBL species 0 x 1= 0
T
= Total Cover
0 0
20% of total cover: 0
FACW species x 2 =
_
FAC species 0 x 3 = 0
FAGU SpeCIOS 0 x 4 = 0
UPL species 0 x 5 = 0
Column Totals: 0 (A) 0 (B)
Prevalence Index = BIA = 0
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is s3.0`
= Total Cover
problematic Hydrophytic Vegetation' (Explain)
20% of total cover- 0
= Total Cover
20% of total cover: 0
= Total Cover
50% of total cover. 0 20% of total cover: 0
Remarks: (If observed, list morphological adaptations below).
Vegetation is removed. Assumed to be hydrophytic.
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree- Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
SaplinglShrub - Woody plants, excluding vines, less
than 3 in. D B H and greater than 3.28 It (1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 tt tall.
Woody trine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes ✓ No
US Army Corps of Engineers
Atlantic and Gulf Coastal Plain Region - Version 2.0

SOIL Sampling Paint 1 of 2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
inches Color (moist) %
Color (moist) % Typ-'- Loc
Texture Remarks
0-2 10 YR 3/2
LS
2-16 10 YR 614
SLOAM
16-24 10 YR 613 g0
10 YR 8/1 10 D M
SCL
'Type-- C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains_
2Location: PL=Pore Linin , M=Matrix.
Hydric Soil indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils?:
_ Histasol (Al)
Poiyvalue Below Surface (SB) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR D)
_ Histic Epipedon (A2)
Thin Dark Surface (S9) (LRR S. T, U)
2 cm Muck (A10) {LRR S)
_ Black Histic (A3)
_ Loamy Mucky Mineral (F1) (LRR 0)
_ Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Roodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
_ Depleted Matrix (F3)
_ Anomalous Bright Loamy Soils (F24)
Organic Bodies (AB) (LRR P, T, U)
_ Redox Clark Surface (F6)
(MLRA 153B)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Depleted Dark Surface (FT)
Red Parent Material (TF2)
_ Muck Presence (A8) (LRR U)
_ Redox Depressions (F8)
_ Very Shallow Dark Surface (TF12)
_ 1 cm Muck (Ag) (LRR P, T)
Marl (F19) (LRR U)
_ Other (Explain in Remarks)
Depleted Below Dark Surface iA11)
Depleted Ochric (171 1) (MLRA 151)
Thick Dark Surface (Al2)
Iran -Manganese Masses (F12) (LRR O, P, T) 31ndicators of hydrophytic vegetation and
Coast Prairie Redox (Al6) (MLRA 150A)
T Umbric Surface (F13) (LRR P, T. U)
wetland hydrology must he present,
Sandy Mucky Mineral (SI) (LRR O, S)
Delta Dchric (F17) (MLRA 151)
unless disturbed or problematic_
_ Sandy Gleyed Matrix (S4)
_ Reduced Vertic (F18) (MLRA 150A, 1508)
_ Sandy Redox (S5)
_ Piedmont Fioodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
_ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
_ Dark Surface (S7) (LRR P, 5, T, U)
Restrictive Layer (i€ observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

WETLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal Plain Region
ProjectlSite: 1855 Cedar Creek Rd City/County-_ Fayetteville/Cumberland Sampling Date: 08/06I2020
Applicantlflwner: FAYETTEVILLE CEDAR CREEK 2019, LLC State: NC Sampling Paint: 2 of 2
investigator(s): B.C. Raynor Section. Township, Range:
Landform (hillslope, terrace, etc.): Iiillstope Local relief (concave, convex, none): ConcaVe Slope {°%}: 2-5
Subregion (LRR or MLRA): LRRP Lat. 35.010854 Long:-78.828775 Datum:
Sail Map Unit Name: Roanoke NWI dassificativn: PF01A
Are climatic I hydrologic conditions on the sife typical for this time of yeao Yes d No (If no, explain in Remarks,)
Are Vegetation . Soil or Hydrology significantly disturbed? Are `Normal Circumstances" present? Yes ✓ No
Are Vegetation , Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map slowing sampling paint locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ N❑
is the Sampled Area
Hydric Soil Present? Yes ✓ Na
Wetland Hydrology Present? Yes ✓ No within a Wetland? Yes No ✓
Remarks:
Below All
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required
Primary Indicators minimum of one is required; check all that apply)
_ Surface Soil Cracks (Bfi)
_ Surface Water (Al) _
Aquatic Fauna (1313)
Sparsely Vegetated Concave Surface (B$)
High Water Table K) _
Marl Deposits (D15) {LRR U)
Drainage Patterns (B10)
Saturation (A3)
Hydrogen Sulfide Odor (Cl)
T Moss Trim Lines (B16)
Water Marks (61 ) r
Oxidized Rhizospheres along L iving Roo Is (C.3)
Lary -Season Water Tattle (C2)
J Sediment Deposits (B2) _
Presence of Reduced Iron (C4)
Crayfish Burrows (C8)
Drift Deposits (B3)
Recent Iron Reduction in Tilled Soils (CB)
Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4) _
Thin Muck Surface (C7)
✓ Geomorphic Position (D2)
_ Iron Deposits (135)
Other (Explain in Remarks)
_ Shallow Aquitard (03)
_ Inundation Visible on Aerial Imagery (B7)
✓ FAG -Neutral Test (D5)
Water -Stained Leaves (139)
Sphagnum moss (138) {LRR T, U)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches):
Water Table Present? Yes No
✓ Depth (inches)_
Saturation Present? Yes No
Depth (inches):
wetland
Hydrology Present? Yes ✓ No
includes capillary fringe)
Describe Recorded Data {stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

VEGETATION (Four Strata) — Use Sdentifc names of plants.
Sampling Point: 2 of 2
Tree Stratum (Plot size:
1_ Liquidambar styraciflua (sweetgum)
2_ Acer Rubrum
3,
4.
5.
6.
7,
S.
Absolute Dominant Indicator
% Goyer Species? Status
QBL
Dominance Test worksheet:
Number of Dominant Species
That Are oBL, FACW, or FAC- 4
Total [Number of Dominant
Species Across All Strata_ 4
Percent of Dominant 5pecies
That Are 08L, FACW, or FAC: 100`Y°
35 X FAG
10 FAC
Prevalence Index worksheets
Total % Cover of: Multiply by:
0 1 = 0
(A)
[[.. 2
45 -Total Cover
species x
50% of total cover: 22.5
20% of total cover. 9
FACW species go x 2 = 192
FAC species 55 x 3 = 1G5
Saplinp/Shrub Stratum (Plot size: )
0 0
1 Arundinarla tecta
90 X FACW
FACU species x 4=
2. Quercus laurifolla
1 FACW
UPL species 0 x 5 = 0
Column Totals: 151 (A) 357 (B)
Prevalence Index = B/A = 2'4
3. symplocos tinctoria 1 FAC
4•
5.
Hydrophytic Vegetation Indicators:
fi.
1 - Rapid Test for Hydrophytic Vegetation
7•
2 - Dominance Test is >50%
8.
✓ 3 - Prevalence Index is 53.0'
92 = Total Cover
Problematic Hydrophytic Vegetation' (Explain)
50% of total cover 46
20%
of total cover_
18-4
Herb Stratum [Plot size: }
'Indicators of hydric soil and wetland hydrology must
1 Qsmunda annamomea
5
X FACW
to present, unless disturbed or problematic.
2 Smilax rotundlfolla
2
FAG
Definitions of Four Vegetation Strata:
Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or
3.
4.
more in diameter at breast height (DBH), regardless of
height.
5.
6.
5aplingf5hruh — Woody plants, excluding vines, less
than 3 in. DBH and greater than 3-28 it (1 rn) tall.
Herb —All herbaceous (non -woody) plants, regardless
8.
g,
of size, and woody plants less tnan 3.28 it tall.
Woody vine — All woody vines greater than 3.28 ft in
10.
11-
heighL
12_
7
= Total Cover
50% oftotal cover. 3-5
20%
of total cover.
1.4
Woody Vino Stratum {Plot size: }
1. Vitis L.
5
X
2. Bignonia capreolata 2 FAC
3.
4.
5-
Hydrophytic
50% of total cover: 3-5
7
. 20%
= Total Cover
of total Boyer:
1 A
Vegetation
Present? Yes No
Remarks: (if observed, list morphological adaptations below).
US Army Corps of Engineers Atlantic and Guff Coastal Plain Region — Version 2.0

SOIL Sampling Point: 2 of 2
Profile Description: joescribe to the depth needed to document the indicator or confirm the absence of indicators.}
Depth Matrix
Redox Features
inches Color (moist) %
Color (moist) % Type Lac
Texture Remarks
0-8 10 Yid 2/1
LOAM
8-10 10 YR 4/2 95
10 YR 516 5 C PL
LOAM
16-24 10 YR 711 90
10 YR 518 10 C PL
SCL
'T e: C=Concentration, D=De iebon, RM=Reduced Matrix, MS=Masked Sand Grains.
21-ocation: PL=Pore Lining. M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
Hfstosol (Al)
Polyvalus Below Surface (S8) (LRR 5, T, U)
_ 1 cm Muck (Ag) (LRR 0)
Hisbc Epipedon (A2)
Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (A10) (LRR S)
Black Histic (A3)
Loamy Mucky Mineral (Fl) (LRR 0)
Reduced Vertic (1718) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19) (LRR P, 5, T)
Stratified Layers (A5)
Depleted Matrix (F3)
Anomalous Bright Loamy Soils (F20)
Organic Bodies (AB) (LRR P, T, U)
✓ Redox Dark Surface (F6)
(MLRA 15313)
5 cm Mucky Mineral (A7) (LRR P. T, U)
_ Depleted Dark Surface (F7)
_ Red Parent Material (TF2)
_ Muck Presence (A8) (LRR U)
Redox Depressions (F8)
_ Very Shallow Dark Surface (TF12)
i cm Muck (A9) (LRR P, T)
_ Marl (F10) (LRR U)
_ Other (Explain in Remarks)
_ Depleted Below Dark Surface (A11)
_ Depleted Ochric (F11) (MLRA 151)
✓ Thick Dark Surface (Al2)
_ iron -Manganese Masses (F12) (LRR 0, P, T) 31ndicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
_ Sandy Gleyed Matrix (S4)
_ Reduced Vertic (F18) (MLRA 150A, 150B)
Sandy Redox (S5)
Piedmont Floodpiain Soils (F19) (MLRA 149A)
_ Stripped Matrix (S6)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
_ Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth ('Inches):
Hydric Soil Present? Yes No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 7.0